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SBC 301 — Structural Loading (Comprehensive Technical Training)
Language: ENGLISH
Instructors: BHADANIS SAUDI ARABIA CONSTRUCTION MANAGEMENT TRAINING INSTITUTE ONLINE
Validity Period: 365 days
Why this course?
To provide a deep and practical understanding of structural loading as per SBC 301, covering types of loads, load combinations, and application methods for various structural systems — ensuring safe, economical, and code-compliant design for all types of buildings and infrastructure projects in Saudi Arabia.
1.1 Overview and Scope of SBC 301
Purpose and structure of SBC 301 within the Saudi Building Code framework
How it integrates with other SBC codes (concrete, steel, seismic, fire, etc.)
Applicability for different types of structures (residential, commercial, industrial)
1.2 Fundamental Concepts of Loads
Definition of loads and their significance in structural design
Categories: permanent, variable, environmental, and accidental loads
Basic difference between service loads and factored loads
1.3 Importance of Load Consideration in Design
Impact of accurate load assessment on safety and serviceability
Typical failures due to incorrect load assumptions
Relationship between structural loading and performance criteria
1.4 Key Terminologies and Code Interpretation
Basic terms: load intensity, tributary area, influence line, load path
Understanding code notations and terminologies used in SBC 301
Code interpretation techniques for real projects
2.1 Definition and Nature of Dead Loads
Characteristics of permanent loads
Common examples in buildings and infrastructure
2.2 Determination of Material Weights
Unit weights of concrete, steel, masonry, and finishes
Adjustments for moisture and void content
Use of tabulated code values for standard materials
2.3 Calculation of Structural and Non-Structural Dead Loads
Estimation for slabs, beams, columns, and walls
Inclusion of finishes, fixtures, partitions, and equipment
Considerations for roofing and cladding systems
2.4 Practical Application of Dead Loads in Design
Load take-off for real building examples
Typical assumptions for design stages
Documentation of dead load data in structural drawings
3.1 Classification of Live Loads
Definition and variability of imposed loads
Categories as per occupancy (residential, commercial, assembly, etc.)
3.2 Live Load Intensities and Reductions
Tabulated code values for different occupancies
Conditions for load reduction based on area and support conditions
Partial loading conditions
3.3 Special Considerations for Storage, Equipment & Assembly Areas
Concentrated and uniform load requirements
Load cases for heavy machinery and moving equipment
Vehicle and parking deck loads
3.4 Design Integration and Load Application
How live loads are applied to different structural elements
Load transfer to supports
Verification during load combination analysis
4.1 Nature of Roof Loads
Types: dead, live, rain, snow (where applicable), and maintenance loads
Difference between flat and sloped roofs
4.2 Live Loads on Roofs
Determining live load based on accessibility
Load reduction and minimum values per SBC 301
4.3 Rainwater and Ponding Loads
Accumulated rain load determination
Requirements for ponding design and roof drainage considerations
4.4 Load Distribution and Design Examples
Application of roof loads in design models
Integration with structural framing and support systems
5.1 Understanding Wind Actions on Structures
Nature and effect of wind pressure
Components: velocity pressure, exposure, topography
5.2 Basic Wind Speed and Exposure Categories
Determining design wind speed for different Saudi regions
Exposure classification (B, C, D) and terrain effects
5.3 Pressure Coefficients and Force Application
External and internal pressure coefficients
Design of components and cladding under wind action
5.4 Wind Load Combination and Structural Analysis
Directional effects
Load combinations with dead and live loads
Case study on wind analysis for tall buildings
6.1 Fundamentals of Seismic Design Philosophy
Seismic design approach under SBC 301
Relationship between ground motion and structural response
6.2 Seismic Zone Classification in Saudi Arabia
Seismic hazard maps and regional zoning
Determining seismic design parameters (Ss, S1)
6.3 Structural Response Factors and System Categories
Importance factor, response modification factor (R)
Selection of structural system as per code recommendations
6.4 Seismic Load Calculation and Application
Equivalent lateral force procedure
Distribution of base shear across height
Verification of story drift and irregularities
7.1 Purpose of Load Combinations
Ensuring safety under multiple simultaneous load effects
Strength vs. serviceability combinations
7.2 Code-Specified Load Combinations (Ultimate Limit States)
Dead + live + wind
Dead + live + seismic
Dead + roof + temperature
7.3 Serviceability Limit State Combinations
Criteria for deflection and vibration
Long-term load combinations
7.4 Practical Examples and Verification Procedures
Step-by-step formation of combinations
Examples for beams, columns, and foundations
8.1 Foundation Load Transmission Concepts
Role of structural loading in foundation design
Types of foundation loads (axial, moment, shear)
8.2 Soil Bearing Pressure and SBC 301 Requirements
Allowable soil bearing capacity
Load distribution and settlement control
8.3 Uplift, Sliding, and Overturning Stability
Load cases for retaining structures, tanks, and basements
Methods to verify stability under various load actions
8.4 Load Transfer from Superstructure to Substructure
Typical load path in framed and load-bearing systems
Load estimation at footing level
9.1 Temperature and Shrinkage Loads
Thermal expansion and contraction effects
Temperature differentials in large structures
9.2 Impact and Vibration Loads
Dynamic effects of moving equipment, cranes, or vehicles
Load allowances for industrial and transport structures
9.3 Construction and Erection Loads
Temporary loading during construction stages
Scaffolding, staging, and formwork load estimation
9.4 Load Considerations for Non-Building Structures
Chimneys, towers, silos, and tanks
Horizontal and vertical load behavior
10.1 Load Data Documentation in Design Reports
How to present load summaries and calculations
Tabulated representation of load assumptions
10.2 Quality Control and Independent Verification
Cross-checking load data between disciplines
Design peer review and approval protocols
10.3 Coordination with Other SBC Codes
Interaction between SBC 301 and other design codes (302, 303, 304)
Consistency in load factors and parameters
10.4 Case Studies and Common Field Mistakes
Real-world examples of incorrect load application
Lessons learned and best practices for compliance
After completing all 10 modules, participants will be able to:
Interpret and apply SBC 301 clauses confidently.
Determine and apply all relevant load types in structural design.
Form accurate load combinations for different design cases.
Ensure compliance, safety, and economy in design documentation.
Review and verify loading calculations as per Saudi building standards.
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